The runoff from the building and parking area of Problem 5.12 is routed through an extended detention
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The runoff from the building and parking area of Problem 5.12 is routed through an extended detention basin that provides 40% TSS removal. Is this adequate to address the state of New Jersey storm water management regulations? If not, what is the required TSS removal deficiency? What can be done to address the TSS removal for this site?
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